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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ ■ 9 ■ 10 ■ 11 ■ 12 ■ \ 15 ■ 16 ■ 17 ■ 18 ■ 1 ■ ?_Q ■ 1/4" = 1'-0" i ^\ 1/4" = 1'-0" 1.5K 1.5H 1.5F 2 y S303 78' - 0" J - - --. 32' - 8"- - 45' - 4" T.O. WALL . •: .. -".' ELEV. 141' 0" DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST WITH (2) TOP OF CONCRETE 3/4" HILTI HIT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM ELEV. - 137 -4 .; .:.. ..: ,.. i ,— ._, ,;_ —_. ' .. � :. �..�..�.. -� . i . � •.: '=� i.;,•- PICAL AT TOP OF HSS POST J 8X32 CONCRETE BEAM I I CONTINUOUS KNOCK -OUT BLOCK WITH i i i I i i CONTINUOUS #5 GROUTED SOLID iI Ii i i i i r t i. #5 DOWEL WITH 50 BAR DIAMETER LAP SPLICE i 2 � AT WALL VERTICAL REINFORCEMENT. SUPPORT ANGLE SUPPORT ANGLE SUPPORT ANGLE I S301 i Q0ANCHOR TO WALL `° i CO ANCHOR TO WALL i i ANCHOR TO WALL I I � I _ I X X X X I X X' S301 I U) Cn I U) U U U) U) U) I = HS X4 /16 = = HS X4 /16 = = HS X4 /16 I L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI HIT-HY 270 EPDXY WITH 5 i I 5/8" EMBEDMENT INTO CMU WALL OPEN OPEN OPEN (TYPICAL AT HSS POST AT JAMB) i CONTINUOUS KNOCK -OUT BLOCK WITH 3/4" ISOLATION JOINT CONTINUOUS #5 GROUTED SOLID EL.= 122' - 0" 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" T.O. WALL SUPPORT ANGLE SUPPORT ANGLE SUPPORT ANGLE EMBEDMENT. WELD HSS POST TU BASE -.-,•---,- — 4'--'.:w.•-r'.:'-',�: _ ANCHOR TO WALLANCHOR TO WALL ANCHOR TO WALL AROUND WITH 1/4" WELD WA PLATE ALL i r i i i I (TYPICAL) GENERATOR LEVEL70 118 - a _ as ° a. �a d; a •,a °' ° -•.de _ - _ _ ° „mod ,' a ey _ e. - _ - - d° a .•q° _ „'d v -' ., I:° OPEN al.,' `1-1 d d OPEN d , < a _ d FTG. AQ p Q` ,4 d d° d — - TYP T.O. FTG. = a ° "a d ° a . _ e e n. 12 °a °9 . a S602 ELEVATION ALONG LINE "QQ" 1 /4„ = 1'-0" 8" CMU WALL NEW BRICK TO 8 MATCH EXISTING I S603 i i -- NEW CONT 3/8" x 12" LG PL i i i -- CONT ALUMINUM ANGLE 1-3/4"x1-3/4"x1/4" AT LOUVER CONNECTION WITH ITW 1/4" STAINLESS STEEL TEKS/5 SCREWS AT 12" O.C. EACH LEG. PROVIDE 3M VINYL TAPE 472 FOR DISSIMILAR METAL SEPARATION WHERE REQUIRED. i i NEW LOUVER SYSTEM NEW CONT 3/8" x 11" LG PLATE i i NEW HSS6x4 �� ___ NEW HSS6x6 POST BEYOND i SINGLE PL CONT ALUMINUM ANGLE 1-3/4"x1-3/4"x1/4" AT CONNECTION BEYOND LOUVER CONNECTION WITH ITW 1/4" STAINLESS AT POST WITH (1) 1/2" STEEL TEKS/5 SCREWS AT 12" O.C. EACH LEG. DIA THRU BOLT --- PROVIDE 3M VINYL TAPE 472 FOR DISSIMILAR METAL SEPARATION WHERE REQUIRED. NEW LOUVER SYSTEM ----- — NEW CONT 3/8" x 12" LG PLATE I _ � I 1 1 9 T.O. CONC (LVL 2) S603 ELEV = SEE ELEVS CONCRETE WALL 4 #7-602 AT_ NEW LOUVER S301 3/4" = 1'-0" HcElroy-Elr il J_j i cl i n e e r i n ar-3j STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mceiroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 G rG. 10CF� * ; No. 44741 CCOR >�o»• STATE OF .•»�,'�" lI' 4 1 12, 7, z! AdventHealth ..'I` .a .HILLS ZEPHYRHILLS GENERATOR ADDITION Hunton• . • A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS WALL ELEVATIONS PROJ. NO. H-20232.00 SHEET DRAWN VMM S301 ■ ■ ■ ■ ■ 6 ■ 7 ■ ■ ■ ■ 11 ■ ■ ■ 14 ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744